<?xml version="1.0" encoding="UTF-8" ?>
<?xml-stylesheet type="text/xsl" href="https://communities.bentley.com/cfs-file/__key/system/syndication/rss.xsl" media="screen"?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>Staad Plates (axial and shear force)</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/114340/staad-plates-axial-and-shear-force</link><description>Can staad plates can analyze and design a shear wall? 
 If can meaning plates can carry shear force and axial forces? 
 Because I&amp;#39;m designing residential and client want as soon as possible they want column should same width of a hollow blocks let say</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Staad Plates (axial and shear force)</title><link>https://communities.bentley.com/thread/350089?ContentTypeID=1</link><pubDate>Wed, 16 Dec 2015 10:26:15 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a2d7aa7f-674e-467d-b6e5-a8ccfdb0da6b</guid><dc:creator>IronMaxSteel</dc:creator><description>RCDC is only INDIAN CODE, I know only moment does plate can design. But this can be done too by getting the maximum stress acting in the plates and just do manual calculation for the design.&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Staad Plates (axial and shear force)</title><link>https://communities.bentley.com/thread/350087?ContentTypeID=1</link><pubDate>Wed, 16 Dec 2015 10:09:05 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d9436b1b-0d29-4d23-8bfe-11c5fc577543</guid><dc:creator>Biswatosh</dc:creator><description>In Staad, design of the plate element  is only considered with respect to the local MX and MY moments. The axial (in-plane stress) component is not considered. You may want to use the the RCDC software where you can model and design the various irregular shape of column section.&lt;br /&gt;
&lt;br /&gt;
 &lt;a href="http://communities.bentley.com/products/structural/structural_analysis___design/f/5932/t/114126"&gt;communities.bentley.com/.../114126&lt;/a&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>